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Regenerative Step Pool Storm Conveyance (SPSC) – also known as Coastal Plain Outfalls Design Guidelines Draft Revision 3 Under Review Not for Distribution Home Port Farms - Immediately after i Home Port Farms - One year after construction Homeport Farms - Six years after construction Original : June 2009 Revision 1: August 2010 Revision 2: November 2010 Ron Bowen, P.E. Design Guidelines for Step Pool Storm Conveyance Anne Arundel County Government Department of Public Works, Bureau of Engineering Technical Advisory Committee This document was prepared by Hala Flores, P.E., with input from Dennis Mcmonigle and Keith Underwood. This document is maintained on the Anne Arundel County website and can be accessed through http://www.aacounty.org/DPW/Watershed/StepPoolStormConveyance.cfm. Updates and revisions to this document are reviewed by the Technical Advisory Committee as follows. Ronald E. Bowen, P.E., DPW Director Christopher J. Phipps, P.E., DPW, Chief Bureau of Engineering Kenneth Fleming, P.E., DPW, Assistant Chief Bureau of Engineering Ginger Ellis, DPW, Watershed Ecosystem, and Restoration Division Chief Keith Underwod, Underwood and Associates Hala Flores, P.E., DPW, Watershed Assessment and Planning Program Manager Janis Markusic, DPW, NPDES-MS4 Coordination/Ecosystem Assessment Program Manager Dennis McMonigle, DPW, Environmental Restoration Project Manager Christopher Soldano, OPZ, Deputy Director Richard Olsen, DPW, Infrastructure Management Division Elizabeth Burton, OPZ, Chief Engineer George Eberle, I&P, Assistant Director John Peacock, I&P, Code Enforcement Administrator Jim Stein, Vernon Murray, Chris Maex, and Charles Henney, AACO SCD Earl Reaves, I&P, County Forester Summary of Revisions: August 2010 Revision 1: (a) Added language to clarify when an SPSC system can and cannot be used as part of the ESD treatment train. November 2010 Revision 2: (a) Replaced the d50 cobble size definition with the d0 definition indicating that the cobble design size is the minimum allowable cobble size to be used rather than median stone size. (b) Added a clarification on the minimum and maximum allowable length of pools and riffles (c) Added a design checklist. (d) Added an inspection checklist. (e) Added guidance pertaining to sequence of construction and erosion and sediment control measures. April 2011 Revision 3: The MDE Stormwater guidelines prescribe that filtering systems shall fully drain within 72 hours, however unlike infiltration systems, no groundwater separation is specified for filtering system. Due to this, revision 3 eliminates the requirement for groundwater separation from the filtering system. However, to ensure that the filtering mechanism works as designed, the design water quality filter ponding depth in the pools, also known as seepage head, shall be available for storage during storm events and not inundated by seasonal ground water. Further, the pools shall drain down within 72 hours to their design levels. April 2011 Revision 3: Added horizontal and vertical setback requirements for SPSC systems. Added “Regenerative” to the practice name for consistency with EPA TMDL/WIP publications. April 2011 Revision 3: Width/Depth ratio for Riffle/Weir section shall not be less than 10W:1D. Further, pool depths shall not exceed 3 ft. Page 2 of 36 Step Pool Storm Conveyance (SPSC) Guidelines – Revision 2: November 2010 Design Guidelines for Step Pool Storm Conveyance Anne Arundel County Government Department of Public Works, Bureau of Engineering Important Note: This document features design guidelines and procedural steps to aid design engineers in sizing a Step Pool Storm Conveyance (SPSC) system. It is the responsibility of the design engineer to check the feasibility and acceptability for using these systems at their project site. SPSC can be used in lieu of stormdrains as roadside conveyance/attenuation systems. SPSC maybe used for peak flow management or steep slope stability treatment and are considered structural BMPs if they are sized to accommodate the State of Maryland volume control requirements specified in Chapter 2 of the State manual. In general, SPSC may be used as a structural stormwater management device to provide water quality treatment as part of the treatment train or at the downstream outfall after all Environmental Site Design (ESD) techniques have been exhausted to the Maximum Extent Practical (MEP) as dictated in the State of Maryland SWM manual. Under special circumstance, the SPSC may be used as part of the ESD when the design conforms to the criteria found in Chapter 5 (State of Maryland SWM Manual) for microbioretention or bio- swale and the general configuration conforms to the principles of ESD: using small-scale practices distributed uniformly around the site to capture runoff close to the source. While SPSC systems can be implemented on steep slopes, in no circumstance can water quality credit be claimed for SPSC segments with a longitudinal profile slope that exceeds 5 percent. Additionally for storm conveyance segments that exceed 5 % in longitudinal slope, it is imperative that a registered geotechnical engineer be enlisted to check the proposed design and its adequacy for use as a steep slope treatment measure. Introduction: SPSC are open-channel conveyance structures that convert, through attenuation ponds and a sand seepage filter, surface storm flow to shallow groundwater flow. These systems safely convey, attenuate, and treat the quality of storm flow. These structures utilize a series of constructed shallow aquatic pools, riffle grade control, native vegetation, and an underlying sand/woodchip mix filter bed media. The physical characteristics of the SPSC channel are best characterized by the Rosgen A or B stream classification types, where “bedform occurs as a step/pool, cascading channel which often stores large amounts of sediment in the pools associated with debris dams” (Rosgen, 1996). The pretreatment, recharge, and water quality sizing criteria presented in these guidelines follow closely the State of Maryland’s criteria for a typical stormwater filtering device. These structures feature surface/subsurface runoff storage seams and an energy dissipation design that is aimed at attenuating the flow to a desired level through energy and hydraulic power equivalency principles. SPSC structures can be designed to provide energy dissipation and extreme flood conveyance/attenuation functions, as well as recharge and water quality treatment in excess of ESD. The inherent energy dissipation achieved in the step pool design is directly linked through hydraulic design computations to reduced stream power and bank shear stresses in the receiving streams, thus satisfying more directly and effectively the State of Maryland’s channel protection requirement and additional local requirements for flood attenuation. The reduced energy and Page 3 of 36 Step Pool Storm Conveyance (SPSC) Guidelines – Revision 2: November 2010 Design Guidelines for Step Pool Storm Conveyance Anne Arundel County Government Department of Public Works, Bureau of Engineering velocity at the downstream end of these structures result in reduced channel erosion impacts commonly seen between conventional stormwater practice outfalls and ultimate receiving waters. SPSC structures are generally best suited in natural ravines and are the preferred method of storm water conveyance throughout the water train. ESD techniques such as alternative pavement, greenroofs, rooftop disconnections, vegetated swales, etc., should be considered and utilized to the MEP in the upstream area of a proposed SPSC system. A secondary benefit provided by the pools and plant material is to reduce flow velocity and enhance the removal of suspended particles and their associated nutrients and/or pollutants. Additionally, uptake of dissolved nutrients and adsorption of oils and greases by the plant material yield secondary water quality benefits above and beyond the benefits achieved through the primary water quality sand/woodchip mix filter. The design material and plant list featured within this document has been adapted to the Anne Arundel County coastal plain environment. The materials used within the SPSC, to the extent possible, are taken from the coastal plain. The sand media is quarried throughout the region and can be readily obtained. The boulders found in these systems are sandstone (e.g., bog iron, iron stone, ferracrete). Sandstone’s porosity, as well as its ability to retain water, allows it to naturalize quickly, providing habitat for ferns, moss, and other organisms that persist in these systems. While sandstone is the preferred material for use as boulders within these systems, granite may be substituted if sandstone availability is demonstrated to be of a concern. The use of other alternative boulder material must be approved by the Anne Arundel County reviewer and/or project manager. Under no circumstance is limestone or concrete permitted in the construction of SPSC systems. Construction specifications for the SPSC can be found in the Anne Arundel County Design Manual, Standard Specifications and Details for Construction document. General Design Situations SPSC structures consist of an open channel conveyance with alternating riffles and pools. These systems are best suited for ditches, outfalls, ephemeral and intermittent channels with longitudinal profile slopes that are less than 10%. However, the design can be easily adapted for sites where the slope exceeds 10 percent. For these sites, the size and quantity
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